Kiifb 2016-17 - Construction Of Chelakkara Bypass - Additional Investigationfixing Of Boundary Stone For Two Lane Proposal Kiifb 2016 17 Construction Of Chelakkara Bypass Additional Investigation Fixing Of Boundary Stone For Two Lane Proposal
Tender Value
12.04 Lakhs
Estimated cost
Bid Submission
27 Feb 2020
0 days left
EMD
30124
Bank guarantee accepted
Document Fee
2760
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
chelakkara → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Kiifb 2016-17 - Construction Of Chelakkara Bypass - Additional Investigationfixing Of Boundary Stone For Two Lane Proposal Kiifb 2016 17 Construction Of Chelakkara Bypass Additional Investigation Fixing Of Boundary Stone For Two Lane Proposal
BOQ
| Work Name:KIIFB 2016-17 - Construction of Chelakkara Bypass - Additional investigation-Fixing of Boundary Stone for two lane Proposal) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Total station survey and boundary demarcation | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.01 | 56.13 : Providing access to the site clearing site and making good for surveying in order to provide clear line of site devoid of any hindrance due to vegetation etc. and clearing areas for station points (This item is applicable only for sites without access such as in case of new road formation,bridge and building sites at in accessible locations)Providing access to the site clearing site and making good for surveying in order to provide clear line of site devoid of any hindrance due to vegetation etc. and clearing areas for station points (This item is applicable only for sites without access such as in case of new road formation,bridge and building sites at in accessible locations) | BI01010001010000000000000515BI0100001114 | 9.449 | Hecter |
| 3 | 1.02 | 56.12.b : Total station surveying and preparation of site plan for plain built up area with hindrance to line of sight due to buildings/structures.Total station surveying and preparation of site plan for plain built up area with hindrance to line of sight due to buildings/structures. | BI01010001010000000000000515BI0100001115 | 9.449 | Hecter |
| 4 | 1.03 | od28029/2019_2020 : Providing labour for assisting the departmental staff during the setting out of alignment & peg points, collection of survey numbers etc | BI01010001010000000000000515BI0100001116 | 80 | Day |
| 5 | 1.04 | od28738/2019_2020 : Peg marking and fixing boundary pegs anjily wood of size 75.00 x 5.00 x 2.50 cm to line and levels on either side of the approach road as per approval alignment including cost of peg, conveyance and all charges for fixing boundary stone etc. complete as per specification. | BI01010001010000000000000515BI0100001117 | 364 | each |
| 6 | 1.05 | 8.16 : Reinforced cement concrete M-15 grade boundary pillars of standard design as per IRC:25-19767, fixed in position including finishing and lettering but excluding painting .Reinforced cement concrete M-15 grade boundary pillars of standard design as per IRC:25-19767, fixed in position including finishing and lettering but excluding painting . | BI01010001010000000000000515BI0100001118 | 363.4 | no |
| 7 | 1.06 | 12.4 : Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | BI01010001010000000000000515BI0100001119 | 6.916 | cum |
| 8 | 1.07 | 8.8 : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfacesPainting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces | BI01010001010000000000000515BI0100001120 | 189.28 | sqm |
| 9 | 1.08 | od28031/2019_2020 : Engaging man mazdoors as per the direction of the departmental officers at site etc. complete. | BI01010001010000000000000515BI0100001121 | 93 | each |
| 10 | 2 | Soil Investigation Work | BI01010001010000000000000515BI0100001122 | ||
| 11 | 2.01 | 56.1.a : Mobilization including transportation of all necessary plan and equipment's and materials of boring field testing and sampling and demobilization after completing the work<br>For machine boringMobilization including transportation of all necessary plan and equipment's and materials of boring field testing and sampling and demobilization after completing the workFor machine boring | BI01010001010000000000000515BI0100001123 | 1 | set |
| 12 | 2.02 | 56.2.a : Setting up boring at each bore hole locations including carrying all necessary plant, equipment and materials of boring and field tests and collection of samples at each bore hole location.<br>For machine boring.Setting up boring at each bore hole locations including carrying all necessary plant, equipment and materials of boring and field tests and collection of samples at each bore hole location.For machine boring. | BI01010001010000000000000515BI0100001124 | 13 | Nos hole |
| 13 | 2.03 | 56.3.a.1 : Boring with rotary power drilling equipment's in\t\t\t\t\t\t\t\nall types of soil having N value less than 50 excluding hard rock soft rock, or medium rock for strata upto 10m. Including conducting necessary S.P.T and recovery of un disturbed soil samples at 5m.intervals.<br>For ordinary soil.Boring with rotary power drilling equipment's inall types of soil having N value less than 50 excluding hard rock soft rock, or medium rock for strata upto 10m. Including conducting necessary S.P.T and recovery of un disturbed soil samples at 5m.intervals.For ordinary soil. | BI01010001010000000000000515BI0100001125 | 120 | metre |
| 14 | 2.04 | 56.3.a.2 : Boring with rotary power drilling equipment in\t\t\t\t\t\t\t\nall types of soil having N value less than 50 excluding hard rock soft rock, or medium rock for strata upto 10m. Including conducting necessary S.P.T and recovery of un disturbed soil samples at 5m.intervals.<br>For under water.Boring with rotary power drilling equipment inall types of soil having N value less than 50 excluding hard rock soft rock, or medium rock for strata upto 10m. Including conducting necessary S.P.T and recovery of un disturbed soil samples at 5m.intervals.For under water. | BI01010001010000000000000515BI0100001126 | 10 | metre |
| 15 | 2.05 | 56.3.b.1 : Boring with rotary power drilling equipment in\t\t\t\t\t\t\t\n all types of soil having N value less than 50 excluding hard rock soft rock, or medium rock for strata for next 10m upto a depth of 20m including conducting necessary S.P.T and recovery of un disturbed soil samples at 5m.intervals.<br>For ordinary soilBoring with rotary power drilling equipment in all types of soil having N value less than 50 excluding hard rock soft rock, or medium rock for strata for next 10m upto a depth of 20m including conducting necessary S.P.T and recovery of un disturbed soil samples at 5m.intervals.For ordinary soil | BI01010001010000000000000515BI0100001127 | 120 | metre |
| 16 | 2.06 | 56.3.b.2 : Boring with rotary power drilling equipment in\t\t\t\t\t\t\t\n all types of soil having N value less than 50 excluding hard rock soft rock, or medium rock for strata for next 10m upto depth of 20m including conducting necessary S.P.T and recovery of un disturbed soil samples at 5m.intervals.<br>For under water.Boring with rotary power drilling equipment in all types of soil having N value less than 50 excluding hard rock soft rock, or medium rock for strata for next 10m upto depth of 20m including conducting necessary S.P.T and recovery of un disturbed soil samples at 5m.intervals.For under water. | BI01010001010000000000000515BI0100001128 | 10 | metre |
| 17 | 2.07 | 56.5.a : Boring through all classes of rock excluding hard rocks having ' N' value greater than 50 using tungsten carbide drilling bit.<br>In land.Boring through all classes of rock excluding hard rocks having ' N' value greater than 50 using tungsten carbide drilling bit.In land. | BI01010001010000000000000515BI0100001129 | 36 | metre |
| 18 | 2.08 | 56.5.b : Boring through all classes of rock excluding hard rocks having ' N' value greater than 50 using tungsten carbide drilling bit.<br>In water.Boring through all classes of rock excluding hard rocks having ' N' value greater than 50 using tungsten carbide drilling bit.In water. | BI01010001010000000000000515BI0100001130 | 3 | metre |
| 19 | 2.09 | 56.4 : Boring through all type of hard rock or similar refusal strata of N value greater than 50 using diamond core drilling bit for in land under and banks of river.Boring through all type of hard rock or similar refusal strata of N value greater than 50 using diamond core drilling bit for in land under and banks of river. | BI01010001010000000000000515BI0100001131 | 13 | metre |
| 20 | 2.1 | 56.8 : Recovering disturbed samples and preserving the same in air tight sample containers including waxing labelling packing storing including cost of containers as per IS Code.Recovering disturbed samples and preserving the same in air tight sample containers including waxing labelling packing storing including cost of containers as per IS Code. | BI01010001010000000000000515BI0100001132 | 39 | each |
| 21 | 2.11 | 56.9.1 : Erecting platform over 2 nos of 2nd Class Boat USING Mango wood planks of of not less than 30 mm thick, Mango wood joists of 100mm x 70mm at 60cm intervals including labour and hire of all materials and dismantling the platform after completion of work etc complete excluding hire of boats (A Platform of Minimum size 6.00m x 5.00m will be required)Erecting platform over 2 nos of 2nd Class Boat USING Mango wood planks of of not less than 30 mm thick, Mango wood joists of 100mm x 70mm at 60cm intervals including labour and hire of all materials and dismantling the platform after completion of work etc complete excluding hire of boats (A Platform of Minimum size 6.00m x 5.00m will be required) | BI01010001010000000000000515BI0100001133 | 30 | sqm |
| 22 | 2.12 | 56.10 : Hire charges for providing 2 nos of 2nd Class boat with boatman for erecting the platform over which the boring plant is to be erected, and 1 no of 2nd Class boat with 1 boatman for conveying the departmental staff and labour engaged from the banks to platform and back etc.Hire charges for providing 2 nos of 2nd Class boat with boatman for erecting the platform over which the boring plant is to be erected, and 1 no of 2nd Class boat with 1 boatman for conveying the departmental staff and labour engaged from the banks to platform and back etc. | BI01010001010000000000000515BI0100001134 | 10 | Day |
| 23 | 2.13 | 56.11.a : Compilation of all field data with recommendation for a suitable foundation after conducting necessary lab test (report in triplicate)<br>Machine boring for 5 bore holes.Compilation of all field data with recommendation for a suitable foundation after conducting necessary lab test (report in triplicate)Machine boring for 5 bore holes. | BI01010001010000000000000515BI0100001135 | 1 | set |
| 24 | 2.14 | 56.14.b : Cross section details:- Thodu.Cross section details:- Thodu. | BI01010001010000000000000515BI0100001136 | 872.472 | sqm |
| 25 | 2.15 | 56.15.b : Hydraulic Velocity Calculation:- ThoduHydraulic Velocity Calculation:- Thodu | BI01010001010000000000000515BI0100001137 | 6 | set |
| 26 | 2.16 | 56.16 : Preparation of Detailed Project Report of the bridge works containing alignment plan, key plan, contour plan , index map, longitudinal and cross section of road and River/Thodu cross section of bridge hydraulic and velocity calculations including neat filing and supplying five set DPR etc. as per the directions of the departmental officers.Preparation of Detailed Project Report of the bridge works containing alignment plan, key plan, contour plan , index map, longitudinal and cross section of road and River/Thodu cross section of bridge hydraulic and velocity calculations including neat filing and supplying five set DPR etc. as per the directions of the departmental officers. | BI01010001010000000000000515BI0100001138 | 1 | set |
AI Tender Summary
Tender Timeline
Feb 15, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 27, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 29, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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